Standards Subject Index August 2011

8/13/2019 Standards Subject Index August 2011

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Civil Standards Subject IndexAugust, 2011 Page 1 of 38

Civil Engineering Standards, Manuals and SpecificationsAugust, 2011 Subject Index

STANDARDS

General Standards

Civil System ESC 001

Purpose ............................................................ ESC 001 1

Introduction ...................................................... ESC 001 2

The Architecture .............................................. ESC 001 3

Numbering system .......................................... ESC 001 4

Numbering of standards, manualsand specifications ......................................... ESC 001 4.1

Numbering of Civil Technical Notes ............... ESC 001 4.2

Civil Technical DocumentationArchitecture ................................................... ESC 001 App 1

Civil Technical Maintenance Plan ESC 100

Purpose ............................................................ ESC 100 1

Scope and Application .................................... ESC 100 2

References ....................................................... ESC 100 3

Definitions and Abbreviations ....................... ESC 100 4

Maintenance concept ...................................... ESC 100 5

General ........................................................... ESC 100 5.1

Preventive maintenance ................................. ESC 100 5.2

Corrective maintenance ................................. ESC 100 5.3

Competency ..................................................... ESC 100 6

Safety importance ........................................... ESC 100 7

Management and reporting ............................ ESC 100 8

Technical Maintenance PlanUser Information ............................................ ESC 100 9

Asset .............................................................. ESC 100 9.1

Service Description ........................................ ESC 100 9.2

Safety Importance .......................................... ESC 100 9.3

Applicability .................................................... ESC 100 9.4

Service Schedule Reference ......................... ESC 100 9.5

Period ............................................................. ESC 100 9.6

Latitude........................................................... ESC 100 9.7

Tailored Technical Maintenance Plans ......... ESC 100 10

Technical Maintenance Plan .......................... ESC 100 11

Track System ................................................. ESC 100 11.1

Rail System .................................................... ESC 100 11.2

Ties/support ................................................... ESC 100 11.3

Ballast............................................................. ESC 100 11.4Turnouts ......................................................... ESC 100 11.5

Drainage ......................................................... ESC 100 11.6

Train Monitoring Equipment ........................... ESC 100 11.7

Earthworks ..................................................... ESC 100 11.8

Level Crossings.............................................. ESC 100 11.9

Structures ....................................................... ESC 100 11.10

Right of Way ................................................... ESC 100 11.11

Detailed Plain Track Rail Testing Schedule . ESC 100 App 1

Implementation of varied Track Patrolarrangements................................................. ESC 100 App 2

Adjacent Track Patrol and Night Patrol .......... ESC 100 A2.1

Engine Patrol .................................................. ESC 100 A2.2

Integrated Track Patrol Regime ..................... ESC 100 A2.3

Tailored Technical Maintenance Plans ......... ESC 100 App 3

Track Standards

Track System ESC 200

Purpose ............................................................ ESC 200 1

Scope and Application .................................... ESC 200 2

References ....................................................... ESC 200 3

Engineering Authority for Track .................... ESC 200 4

Functional Requirements ............................... ESC 200 5

General ........................................................... ESC 200 5.1

Operating Environment .................................. ESC 200 5.2

Operating Concept ......................................... ESC 200 5.3

Operating interfaces ....................................... ESC 200 5.4

Design Life...................................................... ESC 200 5.5

Transit Space Requirements .......................... ESC 200 5.6

Maximum speed ............................................. ESC 200 5.7

Maximum length of train ................................. ESC 200 5.8

Safety ............................................................. ESC 200 5.9

Maintenance and maintainability .................... ESC 200 5.10

Construction ................................................... ESC 200 5.11

Type Approval ................................................ ESC 200 5.12

Standard Plans ............................................... ESC 200 5.13

Minimum Design Standards for New Track .. ESC 200 6Track Geometry .............................................. ESC 200 6.1

Track Stability ................................................. ESC 200 6.2

New Track Structure - Mainline ...................... ESC 200 6.3

New Track Structure - Sidings ....................... ESC 200 6.4

Configuration requirements for Existing TrackESC 200 7

Existing Track Structure - Mainline ................ ESC 200 7.1

Existing Track Structure - Sidings .................. ESC 200 7.2

Prohibited Configurations .............................. ESC 200 8

Mixed Configurations ..................................... ESC 200 9

Changing Configurations ............................... ESC 200 10

Track Elements ................................................ ESC 200 11

System Map ..................................................... ESC 200 App 1

Definitions ........................................................ ESC 200 App 2

Track Geometry and Stability ESC 210

Purpose, scope and application .................... ESC 210 1

References ....................................................... ESC 210 2

Conventions ..................................................... ESC 210 3

Design & performance criteria ....................... ESC 210 4

Horizontal and Vertical Alignment ................ ESC 210 5

Horizontal Alignment Components ................ ESC 210 5.1

Location of Kilometrage ................................. ESC 210 5.2

Vertical Alignment Components..................... ESC 210 5.3

Geometry Design Requirements ................... ESC 210 6

General........................................................... ESC 210 6.1


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Design formulae ............................................. ESC 210 6.2

Mainline geometry design limits ..................... ESC 210 6.3

Siding geometry design limits ........................ ESC 210 6.4

Clearance points at converging tracks ........... ESC 210 6.5

Geometry design requirements foralignment at platforms .................................. ESC 210 6.6

Geometry design requirements forregrading and realignment ........................... ESC 210 6.7

Changes to track geometry affectingstation platforms ........................................... ESC 210 6.8

Geometry design requirements fortemporary track work .................................... ESC 210 6.9

Geometry design requirements fortrain monitoring equipment ........................... ESC 210 6.10

Changes to design geometry affectingoverhead wiring ............................................ ESC 210 6.11

Permanent speed of trains ............................. ESC 210 7

Speed Sign Description .................................. ESC 210 7.1

Placement Rules ............................................ ESC 210 7.2

Survey Control Requirements........................ ESC 210 8

General ........................................................... ESC 210 8.1

Track Control Standard Marking .................... ESC 210 8.2

Kilometre posts ............................................... ESC 210 8.3

Measurement of kilometrage .......................... ESC 210 8.4

Trackside signage ........................................... ESC 210 9

Track Stability .................................................. ESC 210 10

Acceptance Standards .................................... ESC 210 11

Construction and upgrading of plainballasted track .............................................. ESC 210 11.1

Maintenance of plain ballasted track ............ ESC 210 11.2

Construction and upgrading limitsfor fixed track ................................................ ESC 210 11.3

Track Condition Indices .................................. ESC 210 11.4

Damage Limits ................................................. ESC 210 12

Track Geometry limits .................................... ESC 210 12.1

Transit Space ESC 215

Purpose, Scope and Application ................... ESC 215 1

References .......................................................ESC 215 2

Definitions ....................................................... ESC 215 2.4

Design Requirements...................................... ESC 215 3

Structure Gauge ............................................. ESC 215 3.1

Infrastructure Service requirements ............... ESC 215 3.2

Transit Space requirements in stablingyards and sidings .......................................... ESC 215 3.3

Passenger platforms ...................................... ESC 215 3.4

Design physical interfaces ............................. ESC 215 3.5

Operating Safety Requirements ..................... ESC 215 3.6

Clearances for vegetation .............................. ESC 215 3.7

New Multi-Track Construction ....................... ESC 215 4

Application ....................................................... ESC 215 5

Normal Structure Gauge 1994(including Normal Track Centres) ................ ESC 215 5.1

General Kinematic Structure Gauge. ............. ESC 215 5.2Transit Space Waivers ................................... ESC 215 5.3

Minimum Infrastructure ServiceRequirements ................................................... ESC 215 6

Horizontal ....................................................... ESC 215 6.1

Vertical ........................................................... ESC 215 6.2

Track Centres ................................................. ESC 215 6.3

Structure Gauges ............................................ ESC 215 7

Normal Structure Gauge 1994 ....................... ESC 215 7.1

General Kinematic Structure Gauge .............. ESC 215 7.2

Platform Kinematic Structure Gauge ............. ESC 215 7.3

Transit Space Waivers ................................... ESC 215 7.4

Physical Interface Requirements .................. ESC 215 8

Operating Safety Requirements .................... ESC 215 9

Authorised rolling stock outlines .................. ESC 215 10

Dynamic rolling stock allowances .................. ESC 215 10.1

General Kinematic Tolerances....................... ESC 215 10.2

Track Tolerances ............................................. ESC 215 11

Open track ...................................................... ESC 215 11.1Platforms ........................................................ ESC 215 11.2

Method of Calculation of KinematicStructure Gauges ............................................ ESC 215 12

General........................................................... ESC 215 12.1

Calculation of Kinematic Envelope ................ ESC 215 12.2

Kinematic Track Centres ................................ ESC 215 12.3

Calculation of Platform KinematicStructure Gauge .............................................. ESC 215 13

General........................................................... ESC 215 13.1

Platform Access Categories........................... ESC 215 13.2

Normal Platform Dimensions ......................... ESC 215 13.3

Reduced Track Centre Signs ......................... ESC 215 14

Description ..................................................... ESC 215 14.1

Size ................................................................ ESC 215 14.2

Placement ...................................................... ESC 215 14.3

Documentation ............................................... ESC 215 14.4

Acceptance standards .................................... ESC 215 15

Construction tolerances at structures(other than platforms) ................................... ESC 215 15.1

Construction and maintenance tolerancesat platforms .................................................. ESC 215 15.2


Authorised rolling stock outlines .................. ESC 215 App 1

Rolling stock cross-sections ......................... ESC 215 App 2

Definition of Symbols ..................................... ESC 215 App 3

Rail and Rail Joints ESC 220


References ....................................................... ESC 220 2

Design & performance criteria ....................... ESC 220 3

Rail ................................................................. ESC 220 3.1

Rail Joints ....................................................... ESC 220 3.2

Rail Lubrication .............................................. ESC 220 3.3

Rail Adjustment .............................................. ESC 220 3.4

Rail Anchoring ................................................ ESC 220 3.5

Allowable Configurations ............................... ESC 220 4

Rail ................................................................. ESC 220 4.1

Rail Welds ...................................................... ESC 220 4.2

Junction Rails ................................................. ESC 220 4.3

Rail Joints ....................................................... ESC 220 4.4


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Rail Repair ...................................................... ESC 220 4.5

Rail Lubrication ............................................... ESC 220 4.6

Rail Adjustment .............................................. ESC 220 4.7

Rail Anchoring ................................................ ESC 220 4.8

Rail at Friction Buffer Stops ........................... ESC 220 4.9

Connections to Rail ........................................ ESC 220 4.10


Rail ................................................................. ESC 220 5.1

Rail Joints ....................................................... ESC 220 5.2

Flashbutt Welds .............................................. ESC 220 5.3

Aluminothermic Welds.................................... ESC 220 5.4

Rail Head Repair Welds ................................. ESC 220 5.5

Approved Rail Products ................................. ESC 220 App 1

Rail Profiles ...................................................... ESC 220 App 2

Approved Rail Connection Methods ............. ESC 220 App 3

Sleepers and Track Support ESC 230


References ....................................................... ESC 230 2

Design & Performance Criteria ...................... ESC 230 3

Track configuration ......................................... ESC 230 3.1

Sleepers and bearers ..................................... ESC 230 3.2

Fastening assembly design ............................ ESC 230 3.3


Timber Sleepers ............................................. ESC 230 4.1

Concrete Sleepers .......................................... ESC 230 4.2

Direct fixation .................................................. ESC 230 4.3

Polymer Concrete Sleepers ........................... ESC 230 4.4

Concrete Guard Rail Sleepers ....................... ESC 230 4.5

Timber Turnout bearers.................................. ESC 230 4.6

Concrete Turnout bearers .............................. ESC 230 4.7

Steel Turnout bearers..................................... ESC 230 4.8

Fastening Systems ......................................... ESC 230 4.9


Mixed Configurations ...................................... ESC 230 6

Changing Configurations ............................... ESC 230 7


General ........................................................... ESC 230 8.1

Sleeper Plates ................................................ ESC 230 8.2


Repair Standards ............................................. ESC 230 10

Timber sleepers and bearers ......................... ESC 230 10.1

Concrete sleepers and bearers ...................... ESC 230 10.2

Fastenings ...................................................... ESC 230 10.3

Approved sleeper and fastening products ... ESC 230 App 1

Approved repair processes ............................ ESC 230 App 2

Sleeper Boring Patterns ................................. ESC 230 App 3

Ballast ESC 240


References ....................................................... ESC 240 2Definitions ....................................................... ESC 240 2.4

Design & Performance Criteria ...................... ESC 240 3

Track configuration ......................................... ESC 240 3.1

Ballast design criteria ..................................... ESC 240 3.2

Approved configurations ............................... ESC 240 4

Ballast material and grading .......................... ESC 240 4.1Ballast profile .................................................. ESC 240 4.2

Acceptance Standards ................................... ESC 240 5

Ballast material and grading .......................... ESC 240 5.1

Crib and shoulder height ................................ ESC 240 5.2

Ballast shoulder width .................................... ESC 240 5.3

Ballast depth .................................................. ESC 240 5.4


Contamination ................................................ ESC 240 6.1

Strength/stiffness ........................................... ESC 240 6.2

Profile ............................................................. ESC 240 6.3

Repair standards ............................................. ESC 240 7

Turnouts and Special Trackwork ESC 250

Purpose, scope and application .................... ESC 250 1

References ....................................................... ESC 250 2

Description ....................................................... ESC 250 3

Design Requirements ..................................... ESC 250 4

Turnouts ......................................................... ESC 250 4.1

Diamond crossings......................................... ESC 250 4.2

Slips................................................................ ESC 250 4.3

Catchpoints .................................................... ESC 250 4.4

Expansion switches........................................ ESC 250 4.5

Manual point levers ........................................ ESC 250 4.6

Documentation Requirements ....................... ESC 250 5

Turnouts ......................................................... ESC 250 5.1

Diamond crossings......................................... ESC 250 5.2

Slips................................................................ ESC 250 5.3

Catchpoints .................................................... ESC 250 5.4



Turnouts ......................................................... ESC 250 6.1

Diamond Crossings ........................................ ESC 250 6.2

Slips................................................................ ESC 250 6.3

Catchpoints .................................................... ESC 250 6.4


Manual points levers ...................................... ESC 250 6.6

Configuration requirements for existingspecial trackwork .......................................... ESC 250 7

Prohibited configurations .............................. ESC 250 8

Acceptance Standards ................................... ESC 250 9

Turnouts ......................................................... ESC 250 9.1

Diamond Crossings ........................................ ESC 250 9.2

Slips................................................................ ESC 250 9.3

Catchpoints .................................................... ESC 250 9.4


Manual Point levers........................................ ESC 250 9.6

Repair Standards............................................. ESC 250 10

Geometry ....................................................... ESC 250 10.1

Component repair .......................................... ESC 250 10.2


Definitions ........................................................ ESC 250 App 1


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General Turnout Data ...................................... ESC 250 App 2

Other special trackwork data ......................... ESC 250 App 3

Standard designs forConventional turnouts .................................. ESC 250 App 4

Standard Designs forTangential Turnouts ...................................... ESC 250 App 5

Approved products ......................................... ESC 250 App 6

Standard Plans ................................................ ESC 250 App 7

Structures Standards

Structures System ESC 300


References ....................................................... ESC 300 2

Bridge and Structure Categories ................... ESC 300 3

Bridge and Structure Policies ........................ ESC 300 4

General ........................................................... ESC 300 4.1

Heritage .......................................................... ESC 300 4.2

Design ............................................................ ESC 300 4.3


Maintenance ................................................... ESC 300 4.5

Standard Plans ............................................... ESC 300 4.6

Description of Bridges and Structures ......... ESC 300 5

Bridge Spans ................................................... ESC 300 6

Length ............................................................. ESC 300 6.1

Types .............................................................. ESC 300 6.2

Numbering of Bridge Members ...................... ESC 300 7

Underbridges .................................................. ESC 300 7.1

Overbridges and Footbridges ......................... ESC 300 7.2

Location of Bridges and Structures .............. ESC 300 8

Terms Used In Bridges and Structures ......... ESC 300 App ABridge Numbering ........................................... ESC 300 App B

Typical Bridge Spans and Members ............. ESC 300 App C

Withdrawn Standard Plans ............................. ESC 300 App D

Bridges - load rating ESC 301


References ....................................................... ESC 301 2

General ............................................................. ESC 301 3

Load Capacity .................................................. ESC 301 4

Loss of section ............................................... ESC 301 4.1

Material factors ............................................... ESC 301 4.2

Loads and Loading Factors ........................... ESC 301 5

Dead loads ..................................................... ESC 301 5.1

Live loads ....................................................... ESC 301 5.2

Load factors .................................................... ESC 301 5.3

Dynamic load allowance................................. ESC 301 5.4

Nosing load..................................................... ESC 301 5.5

Wind load........................................................ ESC 301 5.6

Fatigue .............................................................. ESC 301 6

Wind and Sway Bracing .................................. ESC 301 7

Rating Results ................................................. ESC 301 8

Reporting .......................................................... ESC 301 9

General ........................................................... ESC 301 9.1

Wrought iron test requirements ...................... ESC 301 9.2Typical format for presentation of rating resultsESC 301 9.3

Loading Diagrams ........................................... ESC 301Appendix A

Defect limits ESC 302


References ....................................................... ESC 302 2

Glossary of Terminology ................................ ESC 302 3

Introduction ..................................................... ESC 302 4

Defect Categories ............................................ ESC 302 5

Repair Priorities............................................... ESC 302 6

General........................................................... ESC 302 6.1Mandatory Repair Priorities ........................... ESC 302 6.2

Paint Index ....................................................... ESC 302 7

Defect Limits .................................................... ESC 302 8

Structurally Critical Members ........................ ESC 302 9

Transoms ......................................................... ESC 302 10

Defect Category Limits ................................... ESC 302 App 1

Structurally Critical Members ........................ ESC 302 App 2

Underbridges ESC 310


References ....................................................... ESC 310 2

General Requirements .................................... ESC 310 3

Design Standards........................................... ESC 310 3.1

Existing Structures ......................................... ESC 310 3.2

Integrated Designs ......................................... ESC 310 3.3

Approved Materials ........................................ ESC 310 3.4

Clearances ..................................................... ESC 310 3.5

Earthworks ..................................................... ESC 310 3.6

Provision for Services .................................... ESC 310 3.7

Safety ............................................................. ESC 310 3.8

Protection of the Environment........................ ESC 310 3.9

Heritage .......................................................... ESC 310 3.10

Protection of the Public .................................. ESC 310 3.11

Design ProcedureNew or Infrequently Used Products ......... ESC 310 3.12

Nameplates and Plaques ............................... ESC 310 3.13

Drawing Standards......................................... ESC 310 3.14


Maintenance ................................................... ESC 310 3.16

Advertising Signs ........................................... ESC 310 3.17

Design Loads ................................................... ESC 310 4

New Underbridges ......................................... ESC 310 4.1

Refurbished Underbridges ............................. ESC 310 4.2

Seismic Loading ............................................. ESC 310 4.3

Culverts .......................................................... ESC 310 4.4

Bearings and Deck Joints .............................. ESC 310 5

Track Structure Requirements ...................... ESC 310 6

General........................................................... ESC 310 6.1

Ballast Top ..................................................... ESC 310 6.2

Transom Top .................................................. ESC 310 6.3


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Direct Fixation ................................................ ESC 310 6.4

Drainage and Waterproofing .......................... ESC 310 7

Culverts and Small Openings ........................ ESC 310 8

Waterway Requirements ................................. ESC 310 9

Hydrology and Hydraulic Requirements ........ ESC 310 9.1

Requirements of Other Authoritiesand Government Departments .................... ESC 310 9.2

Scour Protection .............................................. ESC 310 10

General Requirements ................................... ESC 310 10.1

Culverts .......................................................... ESC 310 10.2

Underbridges .................................................. ESC 310 10.3

Alternative Construction Materials ................. ESC 310 10.4

Protection of Bridges over Roadways .......... ESC 310 11

Design Requirements ..................................... ESC 310 11.1

Existing Bridges .............................................. ESC 310 11.2

Protection Beams ........................................... ESC 310 11.3

Collision Protection......................................... ESC 310 12

General ........................................................... ESC 310 12.1

Location of Piers, Columnsand Deflection Walls.................................... ESC 310 12.2

Design Loading .............................................. ESC 310 12.3

Structural Configuration.................................. ESC 310 12.4

Walkways, Refuges and Handrails ................ ESC 310 13

Functional Purpose ........................................ ESC 310 13.1

Walkways ....................................................... ESC 310 13.2

Refuges .......................................................... ESC 310 13.3

Handrails ........................................................ ESC 310 13.4

Configurations ................................................ ESC 310 13.5

Services .......................................................... ESC 310 13.6

Safety Marking and Signage .......................... ESC 310 13.7

Guard Rails ...................................................... ESC 310 14

Functional Purpose ........................................ ESC 310 14.1

General Requirements ................................... ESC 310 14.2

Guard Rail Details .......................................... ESC 310 14.3

Joints in Guard Rails ...................................... ESC 310 14.4

Bridge Ends ..................................................... ESC 310 15

General ........................................................... ESC 310 15.1

Functional Requirements ............................... ESC 310 15.2

Approved Configurations ................................ ESC 310 15.3

Transoms.......................................................... ESC 310 16General ........................................................... ESC 310 16.1

Design Requirements ..................................... ESC 310 16.2

Fixing of Transoms ......................................... ESC 310 16.3

Electrical Requirements ................................. ESC 310 17

Earthing and Bonding ..................................... ESC 310 17.1

Clearances to Electrical Servicesand Equipment ............................................ ESC 310 17.2

Provision for Attachmentof Overhead Wiring ..................................... ESC 310 17.3

R Loading Configuration ................................ ESC 310 App 1

Typical walkway, refugeand handrail configurations ........................ ESC 310 App 2

Walkway Signage ............................................ ESC 310 App 3

Approved Bridge End Configurations ........... ESC 310 App 4

Overbridges & Footbridges ESC 320


References ....................................................... ESC 320 2General Requirements .................................... ESC 320 3





Clearances ..................................................... ESC 320 3.5

Earthworks ..................................................... ESC 320 3.6

Provision for Services .................................... ESC 320 3.7

Safety ............................................................. ESC 320 3.8


Heritage .......................................................... ESC 320 3.10

Design Procedure

New or Infrequently Used Products ......... ESC 320 3.11Nameplates and Plaques ............................... ESC 320 3.12



Maintenance ................................................... ESC 320 3.15

Advertising Signs ........................................... ESC 320 3.16

Design Criteria ................................................. ESC 320 4

Overbridges .................................................... ESC 320 4.1

Footbridges .................................................... ESC 320 4.2

Widening or Extending of Existing Bridges .... ESC 320 4.3


Bearings and Deck Joints .............................. ESC 320 5

Configuration Requirements.......................... ESC 320 6

Bridge Decks .................................................. ESC 320 6.1

Overhead Wiring Fittings ............................... ESC 320 6.2

Stepways ........................................................ ESC 320 6.3

Barriers, Safety Screensand Protection Screens ............................... ESC 320 6.4

Drainage ......................................................... ESC 320 6.5

Miscellaneous Design Requirements ........... ESC 320 7

Electrical Requirements ................................. ESC 320 7.1

Fire Rating ...................................................... ESC 320 7.2

Formwork ....................................................... ESC 320 7.3

Deck sheeting ................................................ ESC 320 7.4

Bird Nesting .................................................... ESC 320 7.5

Collision Protection ........................................ ESC 320 8

General........................................................... ESC 320 8.1

Lift Structures ................................................. ESC 320 8.2

Location of Piers, Columnsand Deflection Walls ................................... ESC 320 8.3


Structural Configuration ................................. ESC 320 8.5

Guard Rails .................................................... ESC 320 8.6

Safety Refuges and Handhold Devices ........ ESC 320 9

Provision of Safe Areas ................................. ESC 320 9.1

Locations with Limited Clearances ................ ESC 320 9.2

Locations with Adequate Clearances ............ ESC 320 9.3

Location of Refuges, Handhold Devices

and Signs .................................................... ESC 320 9.4Refuge Details ................................................ ESC 320 9.5

Handhold Device Details ................................ ESC 320 9.6

Name Signs ...................................................... ESC 320 10


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General ........................................................... ESC 320 10.1

Signage Requirements ................................... ESC 320 10.2

OHWS & signal gantries ESC 330


References ....................................................... ESC 330 2


Safety ............................................................. ESC 330 3.1

Security ........................................................... ESC 330 3.2

Protection of the Environment ........................ ESC 330 3.3

Heritage .......................................................... ESC 330 3.4


Maintenance ................................................... ESC 330 3.11


Design Standards ........................................... ESC 330 4.1

Design Life...................................................... ESC 330 4.2Design Responsibility ..................................... ESC 330 4.3

Design Loads ................................................. ESC 330 4.4

Clearances ..................................................... ESC 330 4.5

Configuration Requirements .......................... ESC 330 4.6


Drawing Standards ......................................... ESC 330 4.8

Existing Structures.......................................... ESC 330 5

Assessment of Existing Structuresfor Reuse ...................................................... ESC 330 6

Standard OHWS Drawings ............................. ESC 330 App 1

Tunnels ESC 340


References ....................................................... ESC 340 2

Definition of Terms .......................................... ESC 340 3






Clearances ..................................................... ESC 340 4.5

Safety ............................................................. ESC 340 4.6


Heritage .......................................................... ESC 340 4.8

Provision for Services..................................... ESC 340 4.9Construction ................................................... ESC 340 4.10

Maintenance ................................................... ESC 340 4.11

Specific Requirements .................................... ESC 340 5

Design Alternatives ........................................ ESC 340 5.1

Design Criteria ................................................ ESC 340 5.2

Configuration .................................................. ESC 340 5.3

Tunnel Invert................................................... ESC 340 5.4

Seepage and Drainage .................................. ESC 340 5.5

Tunnel fittings ................................................. ESC 340 5.6

Rock Anchors ................................................. ESC 340 5.7

Stray Currents ................................................ ESC 340 5.8

Underground Platforms .................................. ESC 340 5.9

Noise and Vibration ........................................ ESC 340 5.10

Guard Rails..................................................... ESC 340 5.11

Safety Refuges ............................................... ESC 340 5.12

Fire Safety Objectives ..................................... ESC 340 6

General Design Requirements ....................... ESC 340 7

Introduction .................................................... ESC 340 7.1

Systems Approach ......................................... ESC 340 7.2

Acceptable Level of Safety ............................ ESC 340 7.3Modifications .................................................. ESC 340 7.4

Consultation and Approvals ........................... ESC 340 7.5

Fire Engineering Process ............................... ESC 340 8


Feasibility and Concept Design ..................... ESC 340 8.2

Detailed Design .............................................. ESC 340 8.3

Construction and Commissioning .................. ESC 340 8.4

Fire Safety Management and Maintenance ... ESC 340 8.5

Specific RailCorp Requirements ................... ESC 340 9


Design Fires ................................................... ESC 340 9.2

Fire Resistance .............................................. ESC 340 9.3Detection and Suppression ............................ ESC 340 9.4

Electrical Supply............................................. ESC 340 9.5

Emergency Tunnel Lighting ........................... ESC 340 9.6

General Tunnel Lighting ................................. ESC 340 9.7

Power Outlets ................................................. ESC 340 9.8

Communications Systems ............................. ESC 340 9.9

Emergency Telephones ................................. ESC 340 9.10

Cabling ........................................................... ESC 340 9.11

Ventilation ...................................................... ESC 340 9.12

Fire Hydrant System ...................................... ESC 340 9.13

Tunnel Access and Egress ............................ ESC 340 9.14

Walkways ....................................................... ESC 340 9.15

Evacuation Stairs ........................................... ESC 340 9.16

Air Lines ......................................................... ESC 340 9.17

Emergency Response Plan ........................... ESC 340 9.18

Retaining walls & platforms ESC 350


References ....................................................... ESC 350 2





Formwork ....................................................... ESC 350 3.4

Surface Finishes ............................................ ESC 350 3.5


Clearances ..................................................... ESC 350 3.7

Earthworks ..................................................... ESC 350 3.8

Safety ............................................................. ESC 350 3.9


Heritage .......................................................... ESC 350 3.11

Design ProcedureNew or InfrequentlyUsed Products.............................................. ESC 350 3.12



Maintenance ................................................... ESC 350 3.15

Design Criteria Retaining Walls .................. ESC 350 4

Design Criteria Platforms ............................ ESC 350 5

General........................................................... ESC 350 5.1

Design Loads ................................................. ESC 350 5.2

General Configuration and Drainage ............. ESC 350 5.3

Steel Platforms ............................................... ESC 350 5.4


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Platform Copings ............................................ ESC 350 5.5

Services .......................................................... ESC 350 5.6

Design Criteria Other ................................... ESC 350 6

Movement Joints ............................................ ESC 350 6.1

Ground Anchors ............................................. ESC 350 6.2

Soil Nailing...................................................... ESC 350 6.3

Safety Refuges and Handhold Devices ......... ESC 350 7

Provision of Safe Areas .................................. ESC 350 7.1

Locations with Limited Clearances................. ESC 350 7.2

Locations with Adequate Clearances ............. ESC 350 7.3

Location of Refuges, Handhold Devicesand Signs...................................................... ESC 350 7.4

Refuge Details ................................................ ESC 350 7.5


Miscellaneous Structures ESC 360


References ....................................................... ESC 360 2




Clearances ..................................................... ESC 360 3.3


Safety ............................................................. ESC 360 3.5


Design ProcedureNew or InfrequentlyUsed Products .............................................. ESC 360 3.7


Construction ................................................... ESC 360 3.9Maintenance ................................................... ESC 360 3.10


Overhead Service Crossings ......................... ESC 360 4.1

Structures over and adjacent to Tunnels ....... ESC 360 4.2

Noise Barrier Walls ......................................... ESC 360 4.3

Rockfall Shelters ............................................ ESC 360 4.4

Lighting and Communications Towers ........... ESC 360 4.5


General ........................................................... ESC 360 5.1

Location of Piers, Columns andDeflection Walls ............................................ ESC 360 5.2


Structural Configuration.................................. ESC 360 5.4

Guard Rails..................................................... ESC 360 5.5

Safety Refuges and Handhold Devices ......... ESC 360 6

Provision of safe areas ................................... ESC 360 6.1

Locations with limited clearances................... ESC 360 6.2

Locations with Adequate Clearances ............. ESC 360 6.3

Location of Refuges, HandholdDevices and Signs........................................ ESC 360 6.4

Refuge Details ................................................ ESC 360 6.5


Buffer Stops ESC 361

Purpose, Scope and Application ................... ESC 361 1References ....................................................... ESC 361 2



Existing Buffer Stops ...................................... ESC 361 3.2


Clearances ..................................................... ESC 361 3.4

Safety ............................................................. ESC 361 3.5Protection of the Environment........................ ESC 361 3.6



Maintenance ................................................... ESC 361 3.9

Location Criteria .............................................. ESC 361 4

Approved Configurations ............................... ESC 361 5

Energy Absorbing........................................... ESC 361 5.1

Fixed............................................................... ESC 361 5.2

Lower Order Protection Devices .................... ESC 361 5.3

Risk Assessment............................................. ESC 361 6

Design Criteria Passenger Train

Buffer Stops ................................................... ESC 361 7

Train Mass ..................................................... ESC 361 7.1

Train Speed .................................................... ESC 361 7.2

Retardation/ Deceleration Rates .................... ESC 361 7.3

Maximum Force To Minimise Train Damage . ESC 361 7.4

Coupling Capability ........................................ ESC 361 7.5

Over-Ride Protection...................................... ESC 361 7.6

Design Criteria Non-passenger TrainBuffer Stops ................................................... ESC 361 8

Rolling Stock Mass......................................... ESC 361 8.1

Rolling Stock Speed ....................................... ESC 361 8.2

Retardation/ Deceleration Rates .................... ESC 361 8.3

Coupling Capability ........................................ ESC 361 8.4

Over-Run Track ............................................... ESC 361 9Additional Over-Run Protection .................... ESC 361 10

Protective Coatings ........................................ ESC 361 11

Steel Buffer Stops .......................................... ESC 361 11.1

Timber Buffer Stops ....................................... ESC 361 11.2

Stop Blocks .................................................... ESC 361 11.3

Track Requirements ........................................ ESC 361 12

Light Signal ...................................................... ESC 361 13

Electrical Isolation........................................... ESC 361 14

Electrical Clearances ...................................... ESC 361 15

Clearances ..................................................... ESC 361 15.1

Overhead Wiring Termination Insulator ......... ESC 361 15.2

Type Approval Requirements ........................ ESC 361 16

Track Slabs ESC 362


References ....................................................... ESC 362 2



Use of Track Slabs ......................................... ESC 362 4.1




Clearances ..................................................... ESC 362 4.5

Safety ............................................................. ESC 362 4.6Protection of the Environment........................ ESC 362 4.7

Heritage .......................................................... ESC 362 4.8

Services.......................................................... ESC 362 4.9


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Design ProcedureNew or InfrequentlyUsed Products .............................................. ESC 362 4.10



Maintenance ................................................... ESC 362 4.13


General ........................................................... ESC 362 5.1

Design Loads ................................................. ESC 362 5.2

Infill Slabs ....................................................... ESC 362 5.3

Width of Track Slab ........................................ ESC 362 5.4

Allowable Movements .................................... ESC 362 5.5

Drainage ......................................................... ESC 362 5.6

Track Interface ............................................... ESC 362 5.7

Noise and Vibration ........................................ ESC 362 5.8

Transition Section Trackforms ....................... ESC 362 5.9


Airspace developments ESC 370


References ....................................................... ESC 370 2

Definitions ........................................................ ESC 370 3




Safety ............................................................. ESC 370 4.3


Heritage .......................................................... ESC 370 4.5

Design ProcedureNew or Infrequently

Used Products .............................................. ESC 370 4.6Drawing Standards ......................................... ESC 370 4.7


Maintenance ................................................... ESC 370 4.9


General ........................................................... ESC 370 5.1

Access ............................................................ ESC 370 5.2

Site Considerations ........................................ ESC 370 5.3

Clearances to Railway Tracks ........................ ESC 370 5.4

Services .......................................................... ESC 370 5.5

Fire Rating ...................................................... ESC 370 5.6



Lighting and Ventilation .................................. ESC 370 5.9Aesthetics ....................................................... ESC 370 5.10

Protection of RailCorp Property ..................... ESC 370 5.11


New Developments ........................................ ESC 370 6.1

Existing Developments ................................... ESC 370 6.2

Refurbishment of Existing Developments ...... ESC 370 6.3

Structural Configuration ................................. ESC 370 6.4

Guard Rails .................................................... ESC 370 6.5

Construction Requirements ........................... ESC 370 7

General........................................................... ESC 370 7.1

Dilapidation Surveys ...................................... ESC 370 7.2

Risk Assessment............................................ ESC 370 7.3

Demolition, Earthworks andConstruction Impacts ................................... ESC 370 7.4

Drainage and Pollution Control ...................... ESC 370 7.5

Electrical Restrictions ..................................... ESC 370 7.6

Crane and Other Aerial Operations ............... ESC 370 7.7

Track Possessions and Power Outages ........ ESC 370 7.8

Information to be Supplied at theDesign Stage.................................................. ESC 370 8

Documentation to be Submitted

Prior to Construction .................................... ESC 370 9

External developments ESC 380


References ....................................................... ESC 380 2

Definitions ........................................................ ESC 380 3


Temporary Components ................................ ESC 380 4.1

Ground Anchors ............................................. ESC 380 4.2


Boundary definition ........................................ ESC 380 5.1

Geotechnical and structural stabilityand integrity .................................................. ESC 380 5.2

Foundations within the rail corridor ................ ESC 380 5.3Noise and vibration ........................................ ESC 380 5.4

Stray currents and electrolysis fromrail operations ............................................... ESC 380 5.5

Stormwater drainage and sewerage .............. ESC 380 5.6

Electrical clearances ...................................... ESC 380 5.7

Environmental conditions ............................... ESC 380 5.8

Lighting and reflective materials .................... ESC 380 5.9

Boundary fencing ........................................... ESC 380 5.10

Building setbacks and design ........................ ESC 380 5.11

Heritage structures ......................................... ESC 380 5.12

Derailment protection of structures ................ ESC 380 5.13

Maintenance of the development ................... ESC 380 5.14

Construction requirements ............................ ESC 380 6

Demolition, earthworks andconstruction impacts .................................... ESC 380 6.1

Drainage and pollution control ....................... ESC 380 6.2

Electrical restrictions ...................................... ESC 380 6.3

Crane and other aerial operations ................. ESC 380 6.4

Geotechnical Standards

Earthworks & Formation ESC 410


References ....................................................... ESC 410 2

Definitions ........................................................ ESC 410 3


General ........................................................... ESC 410 4.1

Design investigation....................................... ESC 410 4.2

Design flood level .......................................... ESC 410 4.3

Formation ....................................................... ESC 410 4.4

Documentation ............................................... ESC 410 4.5

Cuttings............................................................ ESC 410 5

Excavation ..................................................... ESC 410 5.1

Batter Slopes ................................................. ESC 410 5.2


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Embankments .................................................. ESC 410 6

Embankment Material .................................... ESC 410 6.1

Compaction Standards ................................... ESC 410 6.2

Sampling and Testing..................................... ESC 410 6.3

Drainage Blanket ............................................ ESC 410 6.4

Embankment Profile ....................................... ESC 410 6.5

Rock Facing of Embankments ....................... ESC 410 6.6

Capping Layer .................................................. ESC 410 7

Earthworks near Structures ........................... ESC 410 8

General ........................................................... ESC 410 8.1


Excavation ...................................................... ESC 410 8.3

Tolerances for Earthworks ............................. ESC 410 9

Vertical Tolerances ......................................... ESC 410 9.1

Horizontal Tolerances .................................... ESC 410 9.2

Drainage ........................................................... ESC 410 10

Ground Anchors .............................................. ESC 410 11

Train Examination Areas ................................ ESC 410 12

Walkways.......................................................... ESC 410 13

Rehabilitation of Formation ............................ ESC 410 14

Single Track Cross Section ............................ ESC 410 App 1

Double Track Cross Section .......................... ESC 410 App 2

Shoulder Distance ........................................... ESC 410 App 3

Track drainage ESC 420


References ....................................................... ESC 420 2

Definitions ........................................................ ESC 420 3Drainage Design - General ............................. ESC 420 4

Introduction ..................................................... ESC 420 4.1

Drainage System Type ................................... ESC 420 4.2

Design Life...................................................... ESC 420 4.3

Design Average Recurrence Interval (ARI) .... ESC 420 4.4

Peak Flow Rate .............................................. ESC 420 4.5

Other Design Considerations ......................... ESC 420 4.6

Prohibited Configurations ............................... ESC 420 4.7

Surface Drainage Design ................................ ESC 420 5

Integrated Designs......................................... ESC 420 5.1

Cess Drains ................................................... ESC 420 5.1

Catch Drains .................................................. ESC 420 5.2

Mitre Drains ................................................... ESC 420 5.3

Subsurface Drainage Design ......................... ESC 420 6

General .......................................................... ESC 420 6.1

Pipes .............................................................. ESC 420 6.2

Trench Excavation ......................................... ESC 420 6.3

Pipe Bedding Type ........................................ ESC 420 6.4

Inlets and Outlets ........................................... ESC 420 6.5

Sumps ............................................................ ESC 420 6.6

Flushing Points .............................................. ESC 420 6.7

Aggregate Drains ........................................... ESC 420 6.8

Geotextiles ..................................................... ESC 420 6.9

Documentation Requirements....................... ESC 420 7

Drawings ........................................................ ESC 420 7.1

Hydrology/Hydraulic Reports ......................... ESC 420 7.2Product Approval Specification- Plastic

Drainage Products ..................................... ESC 420 8

Approved Track Drainage Products ............. ESC 420 App 1


Rainfall monitors ESC 430

Purpose, Scope and Application................... ESC 430 1

References ....................................................... ESC 430 2

Design .............................................................. ESC 430 3

General .......................................................... ESC 430 3.1

Geotechnical .................................................. ESC 430 3.2

Hydrological ................................................... ESC 430 3.3Risk Characteristics and Protection Levels ... ESC 430 3.4

System Characteristics .................................. ESC 430 3.5

Design Outcomes .......................................... ESC 430 3.6

Installation ....................................................... ESC 430 4

Commissioning ............................................... ESC 430 5

Response Regime ........................................... ESC 430 6

Design Documentation ................................... ESC 430 7

On-going Assessment .................................... ESC 430 8

Right of Way Standards

Boundary fencing ESC 510


References ....................................................... ESC 510 2

Definitions ........................................................ ESC 510 3

Standard Designs ............................................ ESC 510 4

General ........................................................... ESC 510 4.1

Stock Fence.................................................... ESC 510 4.2

Residential Fence ........................................... ESC 510 4.3

Urban Fence ................................................... ESC 510 4.4

Enhanced Urban Fence ................................. ESC 510 4.5

Security Fence ............................................... ESC 510 4.6

High Security Fence ....................................... ESC 510 4.7

Access Gates ................................................. ESC 510 4.8

Locks .............................................................. ESC 510 4.9

Insulation Panels ............................................ ESC 510 4.10


Installation Requirements .............................. ESC 510 6

Construction Standards ................................. ESC 510 6.1

Connection with Intersecting Fences ............ ESC 510 6.2

Connection with Bridges ................................ ESC 510 6.3

Fencing on Curves......................................... ESC 510 6.4

Fences at Waterways .................................... ESC 510 6.5

Maintenance Standards ................................. ESC 510 7

General .......................................................... ESC 510 7.1

Damage Limits ............................................... ESC 510 7.2

Response ....................................................... ESC 510 7.3

Repair Standards ........................................... ESC 510 7.4

Level Crossings ESC 520


References ....................................................... ESC 520 2



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Functional Requirements ............................... ESC 520 4


General ........................................................... ESC 520 5.1

Location .......................................................... ESC 520 5.2

Design Loads ................................................. ESC 520 5.3

Flangeways .................................................... ESC 520 5.4

Guard Rails..................................................... ESC 520 5.5

Asphalt Level Crossings ................................. ESC 520 5.6

Modular Level Crossings ................................ ESC 520 5.7

Road Level Crossings .................................... ESC 520 5.8

Pedestrian Level Crossings ........................... ESC 520 5.9

Facilities for Bicycles ...................................... ESC 520 5.10

Service Level Crossings ................................. ESC 520 5.11

Lighting ........................................................... ESC 520 5.12

Prohibited Configurations ............................... ESC 520 5.13

Track Requirements ....................................... ESC 520 5.14


Traffic Control Treatments ............................. ESC 520 6

General ........................................................... ESC 520 6.1

Sight Distance Assessment ........................... ESC 520 6.2

Control Devices .............................................. ESC 520 6.3

Standard Control Configurations .................. ESC 520 7

General ........................................................... ESC 520 7.1

Road Crossings .............................................. ESC 520 7.2

Pedestrian Crossings ..................................... ESC 520 7.3

Service Crossings .......................................... ESC 520 7.4

Installation Requirements .............................. ESC 520 8

Documentation Requirements ....................... ESC 520 9

Type Approval Requirements ........................ ESC 520 10


Construction and Upgrading .......................... ESC 520 11.1

Maintenance ................................................... ESC 520 11.2


Approved Level CrossingSurface Products ........................................... ESC 520 App 2

Cycleways on the Rail Corridor ESC 530


References ....................................................... ESC 530 2


General Requirements .................................... ESC 530 4Design Requirements...................................... ESC 530 5

General ........................................................... ESC 530 5.1

Location .......................................................... ESC 530 5.2

Drainage ......................................................... ESC 530 5.3

Fences ............................................................ ESC 530 5.4

Access gates .................................................. ESC 530 5.5

Lighting ........................................................... ESC 530 5.6

Electrolysis ..................................................... ESC 530 5.7

Services .......................................................... ESC 530 5.8

Construction .................................................... ESC 530 6

Construction standards .................................. ESC 530 6.1

Protection of rail infrastructure ....................... ESC 530 6.2

Documentation ................................................ ESC 530 7

Design Stage .................................................. ESC 530 7.1

Work-as-Executed Plans ................................ ESC 530 7.2

Deed .............................................................. ESC 530 7.3

Maintenance .................................................... ESC 530 8

Service Installations within the Rail Corridor ESC 540


References ....................................................... ESC 540 2


General Requirements ................................... ESC 540 4

Applications by Non-Rail Parties ................... ESC 540 4.1

Services Search ............................................. ESC 540 4.2

Installation Planning....................................... ESC 540 4.3

Above Ground (Aerial) Services.................... ESC 540 5

Types of Services .......................................... ESC 540 5.1

Permitted InstallationsNon-Rail Parties ..... ESC 540 5.2

Design Requirements .................................... ESC 540 5.3

Collision Protection ........................................ ESC 540 5.4Installation ...................................................... ESC 540 5.5

Below Ground (Underground) Services ....... ESC 540 6

Types of Services .......................................... ESC 540 6.1

Permitted InstallationsNon-Rail Parties ..... ESC 540 6.2

Design Requirements .................................... ESC 540 6.3

Installation ...................................................... ESC 540 6.4

Markers .......................................................... ESC 540 6.5


Design Stage ................................................. ESC 540 7.1

Work-as-Executed Plans ............................... ESC 540 7.2

Record Keeping ............................................. ESC 540 7.3

Maintenance Requirements ........................... ESC 540 8R Loading Configuration ................................ ESC 540 App 1

Access Roads ESC 550


References ....................................................... ESC 550 2



Provision of access roads .............................. ESC 550 4.1

Design loading ............................................... ESC 550 4.2

Pavement type ............................................... ESC 550 4.3

Configuration ................................................. ESC 550 4.4

Geotechnical advice ...................................... ESC 550 4.5Earthworks materials ..................................... ESC 550 4.6

Compaction of earthworks ............................. ESC 550 4.7

Drainage ........................................................ ESC 550 4.8

Culverts and bridges ...................................... ESC 550 4.9

Safety barriers ............................................... ESC 550 4.10

Level crossings .............................................. ESC 550 4.11

Environmental considerations ....................... ESC 550 4.12

Security .......................................................... ESC 550 4.13

Lighting .......................................................... ESC 550 4.14

Signposting and vehicle heightwarning structures ......................................... ESC 550 4.15

Construction .................................................... ESC 550 5

Construction standards .................................. ESC 550 5.1Protection of rail infrastructure....................... ESC 550 5.2


Design Stage ................................................. ESC 550 6.1


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Work-as-Executed Plans ................................ ESC 550 6.2 R Loading Configuration ................................ ESC 550 App 1

MANUALS

General Manuals

Civil Technical Competencies

and Engineering Authority TMC 001

Definition of Titles .................................... TMC 001 Chapter 2

Geographical ........................................... TMC 001 C2-1

Titles ........................................................ TMC 001 C2-2

Competencies ........................................... TMC 001 Chapter 3

Technical Competency Requirementsfor Civil Activities .................................. TMC 001 C3-1

Civil Competency - Activity Matrix ........... TMC 001 C3-2

Learning pathways .................................. TMC 001 Chapter 4Recertification of Civil Competencies .... TMC 001 Chapter 5

Purpose ................................................... TMC 001 C5-1

Policy ....................................................... TMC 001 C5-2

Definitions ................................................ TMC 001 C5-3

'Safety Important' Functions .................... TMC 001 C5-4

Initial Certification Process ...................... TMC 001 C5-5

Certification Period .................................. TMC 001 C5-6

Re-Certification Process ......................... TMC 001 C5-7

Authority to Certify................................... TMC 001 C5-8

Special Circumstances Certification ....... TMC 001 C5-9

Proof of Certification................................ TMC 001 C5-10

Loss of Certification................................. TMC 001 C5-11

Review..................................................... TMC 001 C5-12

Engineering Authority forCivil Design Activities ........................... TMC 001 Chapter 6

Scope ...................................................... TMC 001 C6-1

Design Authority for EngineeringStandards & Services Personnel ......... TMC 001 C6-2

Design Authority for External Designers . TMC 001 C6-3

Design Authority for FieldEngineering Personnel ......................... TMC 001 C6-4

Assignment of Authority .......................... TMC 001 C6-5

Records ................................................... TMC 001 C6-6

Track Manuals

Track Service Schedules TMC 101

General ...................................................... TMC 101 Chapter 1

Track Service Schedules ......................... TMC 101 Chapter 2Walking Patrol ......................................... TMC 101 SSC 001

Hi-Rail Patrol ........................................... TMC 101 SSC 002

Mechanised Track Patrol......................... TMC 101 SSC 003

Engine Patrol ........................................... TMC 101 SSC 004

Supplementary Track Patrol .................... TMC 101 SSC 005

Track Patrol (Night) ................................. TMC 101 SSC 006

Wet Weather Patrol ................................. TMC 101 SSC 007

Heat Patrol............................................... TMC 101 SSC 008

Front of Train Examination ...................... TMC 101 SSC 009

Detailed Walking Examination ................ TMC 101 SSC 010

Post Irregularity Examination .................. TMC 101 SSC 011

Welded Track Stability Examination........ TMC 101 SSC 012

Welded Track Stability Analysis .............. TMC 101 SSC 013Pre-Summer Inspection........................... TMC 101 SSC 015

Siding Examination .................................. TMC 101 SSC 016

Track Recording Car Examination .......... TMC 101 SSC 021

Track Clearances Examination ............... TMC 101 SSC 022

Track Centres Examination ..................... TMC 101 SSC 023

Check OHW/Track Alignment ................. TMC 101 SSC 024

Ultrasonic Rail Examination (hi rail) ........ TMC 101 SSC 031

Ultrasonic Rail Examination (Manual) ..... TMC 101 SSC 032

Rail Wear and Condition Examination .... TMC 101 SSC 033

Rail Corrosion Examination ..................... TMC 101 SSC 035

Test Aluminothermic Weld ...................... TMC 101 SSC 036

Test Wire Feed Weld............................... TMC 101 SSC 037

Insulated Joints Examination .................. TMC 101 SSC 038

Mechanical Joints Examination ............... TMC 101 SSC 039

Rail Lubricators Examination .................. TMC 101 SSC 040

Service Rail Lubricators .......................... TMC 101 SSC 041

Rail lubricator check of rail head ............. TMC 101 SSC 042

Detailed Tie Examination ........................ TMC 101 SSC 046

Resilient baseplate examination ............. TMC 101 SSC 047

Ballast Examination................................. TMC 101 SSC 048

Turnouts & Special Trackwork Patrol ..... TMC 101 SSC 051Turnouts & Special Trackwork

Examination ......................................... TMC 101 SSC 052

Special Turnout Examination .................. TMC 101 SSC 053

Special Switch Timber Examination ....... TMC 101 SSC 054

Inspection of Crossing Condition ............ TMC 101 SSC 055

Visual Examination of High RailTangential Switches ............................. TMC 101 SSC 056

Wear Examination of High RailTangential Switches ............................. TMC 101 SSC 057

Expansion switch examination ................ TMC 101 SSC 058

Swing Nose CrossingLevel 1 Detailed Examination ............... TMC 101 SSC 060

Swing Nose CrossingLevel 2 Detailed Examination .............. TMC 101 SSC 061

Ultrasonic Examination of Turnout .......... TMC 101 SSC 062

Examination of Manganese Crossings ... TMC 101 SSC 063

Swing Nose Crossing- Ultrasonic Examination ...................... TMC 101 SSC 064

Ultrasonic Examinationof Expansion Switch ............................. TMC 101 SSC 065

Drainage Examination ............................. TMC 101 SSC 091

Check Drainage Pumping Systems ........ TMC 101 SSC 093

Track MagnetsRoutine Maintenance Examination ...... TMC 101 SSC 096

Examination of Level Crossings.............. TMC 101 SSC 301

Examination of Right of Way................... TMC 101 SSC 310

Examination of Signs .............................. TMC 101 SSC 311

Evaluation of Permanent Speed Signs ... TMC 101 SSC 312Maintenance Plan Bondi Fully Cast Diamond TMC 102

General ...................................................... TMC 102 Chapter 1


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Definitions, abbreviations and acronyms TMC 102 C1-3

Technical Maintenance Plans ................. TMC 102 Chapter 2

General .................................................... TMC 102 C2-1

Competency ............................................ TMC 102 C2-2Safety Importance ................................... TMC 102 C2-3

Management and Reporting .................... TMC 102 C2-4

Technical Maintenance PlanUser Information .................................... TMC 102 C2-5

Responsibilities and Authorities ............ TMC 102 Chapter 3

General .................................................... TMC 102 C3-1

Track Patroller ......................................... TMC 102 C3-2

Rail Flaw Detection Operator .................. TMC 102 C3-3

Team Manager Track .............................. TMC 102 C3-4

Senior Adviser Welding & Lubrication ..... TMC 102 C3-5

Civil Maintenance Engineer .................... TMC 102 C3-6

Structure Configuration ........................... TMC 102 Chapter 4

General .................................................... TMC 102 C4-1

Examination Requirements ..................... TMC 102 Chapter 5

Normal Examination Requirements ........ TMC 102 C5-1

Additional Examination andTesting Requirements ........................... TMC 102 C5-2

Defect Intervention Levels ....................... TMC 102 C5-3

Maintenance Requirements ..................... TMC 102 Chapter 6

Preventive Maintenance .......................... TMC 102 C6-1

Corrective Maintenance .......

Documents

Standards Subject Index August 2011